CN114627121A

CN114627121A - Structural member stress detection method, device, equipment and medium

Info

Publication number: CN114627121A
Application number: CN202210525742.0A
Authority: CN
Inventors: 王维; 吴智博; 邓露; 史鹏; 褚鸿鹄
Original assignee: Hunan University
Current assignee: Hunan University
Priority date: 2022-05-16
Filing date: 2022-05-16
Publication date: 2022-06-14
Anticipated expiration: 2042-05-16
Also published as: CN114627121B

Abstract

The application discloses a structural member stress detection method, which relates to the technical field of computers, and comprises the following steps: acquiring a first microscopic image of the structural member before loading and a second microscopic image after loading by using an image acquisition device with a microscope arranged inside; acquiring a plurality of measurement reference points in a preset direction based on a first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points based on a second microscopic image; acquiring a plurality of original strain values of the structural member in a preset direction according to a plurality of measurement reference points and a plurality of target reference points in the preset direction, and acquiring target strain values in the preset direction based on the plurality of original strain values; and acquiring a target stress value of the structural member in the preset direction by using a target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model. The stress state of the structural member made of multiple materials can be rapidly detected by the method.

Description

Structural member stress detection method, device, equipment and medium

Technical Field

The invention relates to the technical field of computers, in particular to a method, a device, equipment and a medium for detecting stress of a structural member.

Background

Currently, steel members and concrete materials all produce stress during preparation, processing and use, and steel members and concrete structures are the most common structural forms in buildings, bridges and oil and gas pipelines and are widely applied in engineering practice. In addition, key stressed components and parts of the structure are influenced by load, material characteristics and environmental changes during construction, operation and maintenance, and if the actual stress state is inconsistent with the design stress, the use stress reaches or even exceeds the design limit, which may threaten the safety of the engineering structure, so that the safety of the structure has important influence on the normal work of equipment and the life safety of personnel, and in addition, the field detection and evaluation of the performance of the structure in the use process is an important means for ensuring the safe use of the structure. At present, the detection of the service performance of the in-service structure mainly comprises stress detection, deformation detection, weld quality detection and the like, and the stress detection is the central importance of safety evaluation.

The traditional method for detecting structural stress is divided into two detection methods, namely a destructive detection method and a nondestructive detection method according to whether damage to a detection object can be caused during detection. The damaged methods mainly include a drilling method, a ring core method, a grooving method, a delamination strain method and the like, but the methods all damage an object to be detected, and most structures needing to be detected actually are not allowed to be damaged, so that the nondestructive detection is receiving more and more attention. The nondestructive testing methods include electrical testing (resistance strain testing and vibrating wire strain testing), X-ray diffraction testing, magnetic testing (barkhausen noise testing and metal magnetic memory testing), and ultrasonic testing. However, conventional non-destructive inspection techniques suffer from a number of disadvantages. Firstly, general nondestructive testing mainly aims at the key parts of the structure to detect, the stress condition of the whole metal structure is difficult to react, especially for a steel structure with large overall dimension, some important measuring points and large-scale equipment are difficult to reach, the operation difficulty is increased, and the safety of testing personnel is threatened; secondly, the detection time is long by adopting a conventional stress detection method, and the detection method is not beneficial to places with high requirements on normal operation; thirdly, some conventional stress detection methods are only suitable for steel structures with ferromagnetic properties, such as metal magnetic memory detection methods, and cannot meet the requirement of stress detection suitable for most structures at the same time.

In summary, how to provide a structural member stress detection method capable of quickly and accurately detecting the stress state of structural members of various materials.

Disclosure of Invention

In view of the above, the present invention provides a method for detecting stress of a structural member, which can quickly and accurately detect stress states of structural members made of various materials. The specific scheme is as follows:

in a first aspect, the present application discloses a structural member stress detection method, comprising:

acquiring a first microscopic image of the structural member before loading and a second microscopic image after loading by using an image acquisition device internally provided with a microscope;

acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the preset direction is a positive strain direction;

acquiring a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and acquiring target strain values in the preset direction based on the plurality of original strain values;

and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model.

Optionally, the acquiring, by an image acquisition device with a microscope mounted inside, a first microscopic image of the structural member before loading and a second microscopic image of the structural member after loading includes:

acquiring an original microscopic image of a structural member before loading by using an image acquisition device with a microscope mounted inside, and performing gray processing on the original microscopic image by using a network preprocessing model in the physical information neural network model to obtain an original gray image;

judging whether the component surface corresponding to the original gray level image in the structural component has apparent defects or not by using the network preprocessing model;

providing prompt information for replacing the shooting position of the structural member if the apparent defect exists;

and if the apparent defect does not exist, taking the original microscopic image as a first microscopic image before loading, and acquiring a second microscopic image after loading.

Optionally, the obtaining, by using the physical information neural network model, a plurality of measurement reference points in a preset direction based on the first microscopic image, and then obtaining a plurality of target reference points respectively corresponding to the plurality of measurement reference points based on the second microscopic image includes:

taking the original gray image as a first gray image corresponding to the first microscopic image, and performing gray processing on the second microscopic image by using the network preprocessing model to obtain a second gray image;

and acquiring a plurality of measurement reference points in a preset direction from the first gray scale image, and then acquiring a plurality of target reference points respectively corresponding to the plurality of measurement reference points from the second gray scale image.

Optionally, the obtaining a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the corresponding plurality of target reference points includes:

calculating a first actual distance between any two of the measurement reference points in the preset direction, and calculating a second actual distance between two target reference points respectively corresponding to the measurement reference points in the preset direction;

and calculating a difference value between the first actual distance and the second actual distance, and then obtaining an original strain value according to the difference value and the first actual distance.

Optionally, the calculating a second actual distance of the two target reference points corresponding to the measurement reference points in the preset direction includes:

judging whether the connection direction between the two target reference points respectively corresponding to the measurement reference points is consistent with the preset direction;

if the connection direction between the two target reference points is consistent with the preset direction, directly calculating a third actual distance between the two target reference points, and taking the third actual distance as the second actual distance in the preset direction;

if the connection direction between the two target reference points is inconsistent with the preset direction, calculating a third actual distance between the two target reference points, and decomposing the third actual distance to obtain a second actual distance in the preset direction.

Optionally, the calculating a first actual distance between any two of the measurement reference points in the preset direction includes:

and calculating a first pixel distance between any two measurement reference points in the preset direction, and calculating a first actual distance based on the first pixel distance by using a preset formula.

Optionally, the structural member stress detection method further includes:

when the target strain value of the structural member in the preset direction is not smaller than a preset strain threshold value, reselecting the plurality of measurement reference points and the plurality of target reference points to calculate a new strain value;

if the new strain value is not smaller than the preset strain threshold value, acquiring a real stress value corresponding to the structural member by using a stress-strain curve corresponding to the structural member in the physical information neural network model, and judging the danger level of the structural member based on the real stress value and the safety level threshold value.

In a second aspect, the present application discloses a structural member stress detection apparatus, comprising:

the image acquisition module is used for acquiring a first microscopic image of the structural member before loading and a second microscopic image after loading by using an image acquisition device with a microscope mounted inside;

the reference point acquisition module is used for acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the preset direction is a positive strain direction;

the strain value acquisition module is used for acquiring a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and acquiring target strain values in the preset direction based on the plurality of original strain values;

and the stress value acquisition module is used for acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model.

In a third aspect, the present application discloses an electronic device comprising a processor and a memory; wherein the processor implements the structural member stress detection method disclosed above when executing the computer program stored in the memory.

In a fourth aspect, the present application discloses a computer readable storage medium for storing a computer program; wherein the computer program when executed by a processor implements the structural member stress detection method disclosed above.

Therefore, the method comprises the steps of acquiring a first microscopic image of a structural member before loading and a second microscopic image after loading by using an image acquisition device internally provided with a microscope; acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points respectively corresponding to the plurality of measurement reference points based on the second microscopic image; wherein the preset direction is a positive strain direction; acquiring a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and acquiring target strain values in the preset direction based on the plurality of original strain values; and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model. According to the method, the microscope is used for acquiring the microscopic image, so that the tiny deformation of the structural member can be captured, and accurate measurement is realized; according to the method, the stress detection in any direction in the field of view of the microscope can be realized only by shooting the microscopic images of the surfaces of the components before and after one-time loading, and the method is convenient and efficient; according to the method, the strain value is calculated by using the physical information neural network model and the measuring reference point and the target reference point, so that the method is quicker and more convenient, and the precision and the accuracy are higher; the method and the device convert the corresponding strain value into the stress value by utilizing the physical property parameters of the structural members made of various materials in the physical information neural network model, and can be suitable for the structural members made of various materials.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.

FIG. 1 is a flow chart of a method for stress detection of a structural member according to the present disclosure;

FIG. 2 is a schematic diagram of a wireless connection stress detection system provided herein;

FIG. 3 is a schematic diagram of a wired stress detection system according to the present application;

FIG. 4 is a flow chart of a particular method of stress detection for structural members provided herein;

FIG. 5 is a schematic view of a three-dimensional force-bearing member according to the present application;

FIG. 6 is a structural diagram of a structural member stress detection apparatus provided herein;

fig. 7 is a block diagram of an electronic device provided in the present application.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.

There are many disadvantages to current conventional non-destructive inspection techniques. Firstly, general nondestructive testing mainly aims at structural key parts, the stress condition of the whole metal structure is difficult to react, and especially for a steel structure with a large overall dimension, some important measuring points and large-scale equipment are difficult to reach, so that the operation difficulty is increased, and the safety of testing personnel is threatened; secondly, the detection time is longer by adopting a conventional stress detection method, which is not beneficial to places with higher requirements on normal operation; thirdly, some conventional stress detection methods are only suitable for steel structures with ferromagnetic properties, such as metal magnetic memory detection methods, and cannot meet the requirement of stress detection suitable for most structures at the same time.

In order to overcome the problems, the application provides a structural member stress detection scheme, which can quickly and accurately detect the stress state of structural members made of various materials.

Referring to fig. 1, an embodiment of the present application discloses a structural member stress detection method, including:

step S11: and acquiring a first microscopic image of the structural member before loading and a second microscopic image of the structural member after loading by using an image acquisition device with a microscope mounted inside.

In the embodiment of the application, the existing nondestructive detection methods mainly include an electrical detection method (a resistance type strain detection method and a vibrating wire type strain detection method), an X-ray diffraction method, a magnetic detection method (a barkhausen noise method and a metal magnetic memory detection method), an ultrasonic method and the like, however, the electrical detection method can only detect the stress increment of the structure and cannot detect the actual stress state of the structure; magnetic detection methods can only be used to detect ferromagnetic materials; x-ray diffraction method equipment is expensive and has relatively high requirements on detection environment; the ultrasonic method can measure the surface stress and the internal stress of the structure, and the required measuring instrument is convenient to carry and high in sensitivity. However, the ultrasonic method has high requirements on the coupling relationship between the probe and the surface of the member, and the accuracy may not be guaranteed for some special members. The present application thus proposes a method for detecting the stress of a structural member.

In the embodiment of the application, the image acquisition device is firstly installed, and the image acquisition device is mainly formed by assembling an optical microscope with extremely high magnification, a photosensitive element and an illumination device. Before assembling the image acquisition device, a calibration device special for the microscope is needed to calibrate the magnification of the microscope, and the distance between the center point of the objective lens of the microscope and the surface of a calibration plate when the image is clear is measured at first, so that the object distance of the objective lens is determined

At the same time, the pixel values of the height and width of the image formed when the image is sharp are measured

And

and the size of the field of view observed by the microscope, i.e. the actual values of the height and width of the image in the real world

And

in addition, the focal length of the objective lens of the microscope and the focal length of the eyepiece of the microscope need to be acquired. It should be noted that, because the distance between the photosensitive element and the eyepiece is kept constant during imaging of the microscope, the distance between the eyepiece and the objective lens can be kept constant, and the field size is also fixed, that is, the actual values of the height and width of the imaged object in the real world are constant, and the pixel values of the height and width of the imaged object are also constant. After the microscope is calibrated, the microscope is packaged in a fixing device to form an image acquisition device, and meanwhile, a shooting holder is installed at the joint of the image acquisition device and the support, so that the shooting stability is maintained, and the shooting quality of the microscope is prevented from being influenced by vibration. In order to meet the portable requirement, the microscope is connected with a computer by adopting a high-sensitivity photosensitive element, the connection mode can be wired connection or wireless connection, and the computer can display the picture shot by the microscope in real time. When a microscopic image is acquired, the length or width of the image acquired by the image acquisition device needs to be parallel to the structural member, so that the stress of the structural member can be conveniently calculated in the later stage. It should be noted that the positional relationship of the microscope relative to the structural member can be corrected by marking the device with identification points to ensure that the length or width of the image is parallel to the structural member. It should be noted that before and after the structural member is loaded, the image capturing device needs to be kept stable and cannot be moved. The image acquisition device is connected with a computer, the shot picture or video can be transmitted to the computer in real time through a wireless or wired device, specifically, the actual stress detection system comprises the computer and the image acquisition device, as shown in fig. 2 and 3, the stress detection system is respectively in wireless connection and wired connection, the stress detection system comprises a computer server and a portable computer in fig. 2 and 3, the stress detection system can be formed, in fig. 2 and 3, the marked photosensitive element, the microscope and the illuminating device form the image acquisition device, in addition, the shooting holder is used for forming the stress detection systemThe stability of shooting is kept, and the shooting quality of the microscope is prevented from being influenced by vibration.

In the embodiment of the application, firstly, an image acquisition device with a microscope mounted inside is used for acquiring an original microscopic image of a structural member before loading, and a network preprocessing model in the physical information neural network model is used for carrying out gray processing on the original microscopic image to obtain an original gray image; judging whether the component surface corresponding to the original gray level image in the structural component has apparent defects or not by using the network preprocessing model; providing a prompt to replace the photographing position of the structural member if the apparent defect exists; and if the apparent defect does not exist, taking the original microscopic image as a first microscopic image before loading, and acquiring a second microscopic image after loading.

In the embodiment of the application, a physical information neural network model needs to be constructed in advance, specifically, the physical information neural network model is constructed by using a deep learning network, when the model is constructed, a stress-strain relationship needs to be added into the model, meanwhile, the model is classified according to different materials, physical attribute parameters related to the stress-strain relationship, such as elastic modulus, poisson ratio and the like, are added, and in addition, a stress-strain curve of each material is also input into the model. It is noted that the structural members of different materials have different corresponding physical property parameters. It should be noted that the physical information Neural network is a physical-information-based Neural network (PINN), which is a kind of Neural network for solving supervised learning task, and it not only tries to follow the distribution rule of training data samples, but also obeys the physical law described by partial differential equation. Compared with pure data-driven neural network learning, the PINN imposes physical information constraint in the training process, so that a model with higher generalization capability can be obtained by learning with fewer data samples.

It should be noted that, in the process of constructing the physical information neural network model, a network preprocessing model is constructed in the physical information neural network model at the same time.

Step S12: acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the predetermined direction is a positive strain direction.

In the embodiment of the application, after a first microscopic image before loading and a second microscopic image after loading are obtained, the original gray image is used as a first gray image corresponding to the first microscopic image, and the second microscopic image is subjected to gray processing by using the network preprocessing model to obtain a second gray image; and acquiring a plurality of measurement reference points in a preset direction from the first gray scale image, and then acquiring a plurality of target reference points respectively corresponding to the plurality of measurement reference points from the second gray scale image.

In the embodiment of the present application, a specific process of obtaining a plurality of measurement reference points in a preset direction from the first grayscale image is as follows: selecting a plurality of characteristic points with most obvious characteristics from the first gray image, namely selecting the characteristic points with gray values larger than a preset gray value as first characteristic points, and then acquiring a plurality of measurement reference points according to the first characteristic points and a preset direction. It should be noted that the number of the measurement reference points is specified by the user, and the greater the number of the measurement reference points, the more accurate the measurement result is, but the slower the measurement speed becomes. It should be noted that the preset direction is also set by the user in advance, in the planar stress member, the preset direction is a positive strain direction, in the three-dimensional stress member, the preset direction is two different positive strain directions, and in addition, since the stress direction corresponding to the positive strain is parallel to the positive strain direction, the preset direction can also be considered to be parallel to the stress direction.

It is noted that several measurement reference points may be automatically numbered to distinguish them.

In this embodiment of the application, after the plurality of measurement reference points are acquired, the physical information neural network model may acquire, from the second gray scale image, target reference points that match features of the plurality of measurement reference points. It should be noted that, a modified Scale-Invariant feature transform (SIFT-Invariant feature transform) algorithm is adopted to obtain the target reference point, that is, a Scale-Invariant feature transform-Binary Robust Scalable key (SIFT-break) algorithm; the feature points extracted by the SIFT-BRISK algorithm not only have robustness on image scale, background and brightness change, but also have the advantage of a rapid BRISK (binary Robust Scalable) algorithm. Specifically, a gaussian scale space, namely a gaussian pyramid, is firstly constructed so as to perform extreme value detection of the scale space on the second gray scale image to obtain a second feature point, then the measurement reference point is positioned based on the second feature point to determine an area where the measurement reference point is located in the second gray scale image, a third feature point in the area is determined, then a target reference point corresponding to the measurement reference point is found from the third feature point according to the feature direction and the description of the third feature point by the fast BRISK algorithm, and then target reference points corresponding to all the measurement reference points are found to obtain a plurality of target reference points.

Step S13: and acquiring a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and acquiring target strain values in the preset direction based on the plurality of original strain values.

In the embodiment of the application, when the target strain value is calculated, if the shear strain corresponding to the target strain value exists, whether the strain value corresponding to the shear strain needs to be calculated or not can be judged according to actual conditions.

In this embodiment, if the original strain value is one, the original strain value is directly used as the target strain value, and if the original strain value is not one, the average value of the original strain value is calculated as the target strain value in the preset direction.

Step S14: and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model.

In the embodiment of the application, the target stress value is calculated by using the physical attribute parameters corresponding to the structural member in the physical information neural network model and the stress-strain relationship, specifically, the physical information neural network model can automatically identify the material type of the structural member, and if the structural member is identified by mistake, a user can input the material type of the structural member by himself, so that the stress calculation is carried out. If the database of the physical information neural network model has the physical attribute parameters of the material category, stress calculation can be directly carried out, and if the database does not have the physical attribute parameters of the material category, a user can select to add the physical attribute parameters of the material category and can store the added physical attribute parameters, so that the next use is facilitated.

In the embodiment of the application, if the plane stress member is known, the stress of the plane stress member can be directly calculated by knowing the strain of one point of the plane stress member, and if the stress state of the plane stress member needs to be calculated, two different groups of first microscopic images before loading and second microscopic images after loading need to be acquired for twice calculation. It is noted that two different sets of before and after-loading microscopic images are adjacent and parallel. For a three-dimensional stress member, three groups of different first microscopic images before loading and second microscopic images after loading need to be obtained for three times of calculation so as to measure the strain in each direction of the three-dimensional stress member respectively, an equation set containing the unknown number and the equation number which are equal is obtained, and the real stress state of the three-dimensional stress member is further obtained. It is noted that the microscopic images of the three different sets before and after loading are perpendicular to each other.

In the embodiment of the application, when the target strain value of the structural member in the preset direction is not less than a preset strain threshold value, the plurality of measurement reference points and the plurality of target reference points are reselected to calculate a new strain value; if the new strain value is not smaller than the preset strain threshold, acquiring a real stress value corresponding to the structural member by using a stress-strain curve corresponding to the structural member in the physical information neural network, and judging the danger level of the structural member based on the real stress value and a safety level threshold. If the new strain value is not less than the preset strain threshold value, the strain of the structural component exceeds the elastic limit, and the component is considered to be subjected to elastic-plastic deformation.

It should be noted that when calculating new strain values, more measurement reference points and target reference points can be selected, and the average value of all measurement values is taken as the new strain value, so as to increase the accuracy of the result. The stress-strain curve may be a stress-strain curve obtained from a design value, or a stress-strain curve obtained from a test value. After determining the hazard level of the structural member, determining whether the structural member has failed and has lost load bearing capacity.

In the embodiment of the application, the micro video of the loading process can be shot in the loading process, the key image processing is carried out on the micro video of the loading process in the later stage, the key image in the loading process is extracted, and then the network model is calculated by inputting the physical information, so that a load curve and a stress-strain curve can be drawn.

In the embodiment of the application, for the structural member needing continuous stress monitoring, the position of the image acquisition device can be fixedly marked when the structural member is shot for the first time, and corresponding microscopic images are acquired at the same position later, so that the continuous stress state monitoring of the structural member is realized.

Therefore, the method comprises the steps of acquiring a first microscopic image of a structural member before loading and a second microscopic image after loading by using an image acquisition device internally provided with a microscope; acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the preset direction is a positive strain direction; acquiring a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and acquiring target strain values in the preset direction based on the plurality of original strain values; and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model. According to the method, the microscope is used for acquiring the microscopic image, so that the tiny deformation of the structural member can be captured, and accurate measurement is realized; according to the method, the stress detection in any direction in the field of view of the microscope can be realized only by shooting the microscopic images of the surfaces of the components before and after one-time loading, and the method is convenient and efficient; according to the method, the strain value is calculated by using the physical information neural network model and the measuring reference point and the target reference point, so that the method is quicker and more convenient, and the precision and the accuracy are higher; the method has the advantages that the corresponding strain value is converted into the stress value by utilizing the physical attribute parameters of the structural members of various materials in the physical information neural network model, and the method can be suitable for the structural members of various materials; the stress state monitoring system can realize continuous monitoring of the stress state, can judge the danger level of the component exceeding the elastic limit, and judges whether the component fails.

Referring to fig. 4, an embodiment of the present application discloses a specific structural member stress detection method, including:

step S21: and acquiring a first microscopic image of the structural member before loading and a second microscopic image after loading by using an image acquisition device with a microscope arranged inside.

For a more specific processing procedure of step S21, reference may be made to corresponding contents disclosed in the foregoing embodiments, and details are not repeated here.

Step S22: acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the predetermined direction is a positive strain direction.

For a more specific processing procedure of step S22, reference may be made to corresponding contents disclosed in the foregoing embodiments, and details are not repeated here.

Step S23: and calculating a first actual distance between any two measuring reference points in the preset direction, and calculating a second actual distance between two target reference points respectively corresponding to the measuring reference points in the preset direction.

In this embodiment of the application, first, a first pixel distance between any two measurement reference points in the preset direction is calculated, third pixel distances between two target reference points corresponding to the measurement reference points are calculated, a first actual distance corresponding to the first pixel distance and a third actual distance corresponding to the third pixel distance are calculated by using a preset formula, and then, the second actual distance is determined based on the third actual distance, specifically, whether a connection direction between the two target reference points corresponding to the measurement reference points is consistent with the preset direction is judged; if the connection direction between the two target reference points is consistent with the preset direction, directly calculating a third actual distance between the two target reference points, and taking the third actual distance as the second actual distance in the preset direction; and if the connection direction between the two target reference points is not consistent with the preset direction, calculating a third actual distance between the two target reference points, and decomposing the third actual distance to obtain the second actual distance in the preset direction. It should be noted that the decomposition process is to calculate the actual distance by the pixel distance first, and then decompose the actual distance.

It should be noted that the preset formula for calculating the actual distance from the pixel distance is:

or

；

；

Wherein,

actual distances for a set of the measurement reference points or a set of the target reference points;

the converted object distance of the microscope when the image is clear,

the distance between the central point of the lens of the objective lens and the structural component when the microscope is imaged clearly,

the distance between the image of the objective lens and the lens center point of the eyepiece is obtained when the microscope is clear in image;

the converted focal length of the microscope is the sum of the focal length of an objective lens of the microscope and the focal length of an eyepiece of the microscope;

is the actual height of the microscopic image;

is the actual width of the microscopic image;

is the height of a pixel of the microscopic image,

is the pixel width of the microscopic image;

is the pixel distance of a set of the measurement reference points or a set of the target reference points.

It should be noted that, when the connection direction between the two target reference points is consistent with the preset direction, only the positive strain consistent with the preset direction exists, and the shear strain corresponding to the positive strain does not exist; at this time, whether to calculate the strain value of the shear strain may be selected according to actual conditions. It should be noted that the shear strain can be characterized by the angle change value of the connection direction between the two target reference points and the preset direction. It should be noted that each positive strain in the predetermined direction corresponds to a shear strain.

It should be noted that, when there is shear strain and the shear strain needs to be calculated, the third actual distance may be decomposed to obtain the second actual distance in the preset direction; then calculating a strain value of the shear strain by using a target formula;

it should be noted that the target formula is:

；

in the formula,

representing the second actual distance in the preset direction obtained by decomposing the third actual distance,

the third actual distance mentioned above is shown,

is the shear strain.

Step S24: calculating a difference value between the first actual distance and the second actual distance, then obtaining original strain values according to the difference value and the first actual distance to obtain a plurality of original strain values in the preset direction, and obtaining a target strain value in the preset direction based on the plurality of original strain values.

In the embodiment of the application, specifically, after calculating the first actual distance of the measurement reference point in the preset direction and the second actual distance of the target reference point in the preset direction, calculating the difference between the first actual distance and the second actual distance, then obtaining the original strain value according to the difference and the first actual distance, so as to obtain a plurality of original strain values in the preset direction, and obtaining the target strain value in the preset direction based on the plurality of original strain values.

In this embodiment, if the original strain value is one, the original strain value is directly used as a target strain value, and if the original strain value is not one, an average value of the original strain values is calculated as the target strain value in the preset direction. In addition, if the strain value of the shear strain in the target direction is one, the strain value is directly used as the final strain value of the shear strain, and if the strain value of the shear strain is not one, the average value of the strain values of all the shear strains is calculated as the final strain value of the shear strain.

Step S25: and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model.

In the embodiment of the application, the stress-strain relationship and the physical attribute parameters of the structural members made of various materials are stored in the network model by the physical information god. Specifically, the formula based on the stress-strain relationship of the three-dimensional stressed member in fig. 5 is as follows:

；

；

；

；

；

；

；

；

；

in the formula,

the modulus of elasticity of the member is expressed,

the poisson's ratio of a member is expressed,

which is indicative of a positive strain,

the shear strain is shown in terms of the shear strain,

it is meant that the stress is positive,

indicating shear stress, angle marks

Indicating a specific strain direction.

Therefore, the method comprises the steps of acquiring a first microscopic image of a structural member before loading and a second microscopic image after loading by using an image acquisition device internally provided with a microscope; acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the preset direction is a positive strain direction; calculating a first actual distance between any two of the measurement reference points in the preset direction, and calculating a second actual distance between two target reference points respectively corresponding to the measurement reference points in the preset direction; calculating a difference value between the first actual distance and the second actual distance, then obtaining original strain values according to the difference value and the first actual distance to obtain a plurality of original strain values in the preset direction, and obtaining a target strain value in the preset direction based on the plurality of original strain values; and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model. Therefore, the microscope is used for acquiring the microscopic image, so that the micro deformation of the structural member can be captured, and accurate measurement is realized; according to the method, the stress detection in any direction in the field of view of the microscope can be realized only by shooting the microscopic images of the surfaces of the components before and after one-time loading, and the method is convenient and efficient; according to the method, the strain value is calculated by using the physical information neural network model and the measuring reference point and the target reference point, so that the method is quicker and more convenient, and the precision and the accuracy are higher; the method and the device convert the corresponding strain value into the stress value by utilizing the physical property parameters of the structural members made of various materials in the physical information neural network model, and can be suitable for the structural members made of various materials.

Referring to fig. 6, an embodiment of the present application discloses a structural member stress detection apparatus, including:

the image acquisition module 11 is used for acquiring a first microscopic image of the structural member before loading and a second microscopic image after loading by using an image acquisition device with a microscope mounted inside;

a reference point obtaining module 12, configured to obtain, by using a physical information neural network model, a plurality of measurement reference points in a preset direction based on the first microscopic image, and then obtain a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the preset direction is a positive strain direction;

a strain value obtaining module 13, configured to obtain a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and obtain a target strain value in the preset direction based on the plurality of original strain values;

and the stress value acquisition module 14 is configured to obtain a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameter corresponding to the structural member in the physical information neural network model.

For more specific working processes of the modules, reference may be made to corresponding contents disclosed in the foregoing embodiments, and details are not repeated here.

Therefore, the method comprises the steps of acquiring a first microscopic image of a structural member before loading and a second microscopic image after loading by using an image acquisition device internally provided with a microscope; acquiring a plurality of measurement reference points in a preset direction based on the first microscopic image by using a physical information neural network model, and then acquiring a plurality of target reference points corresponding to the plurality of measurement reference points respectively based on the second microscopic image; wherein the preset direction is a positive strain direction; acquiring a plurality of original strain values of the structural member in the preset direction according to the plurality of measurement reference points in the preset direction and the plurality of corresponding target reference points, and acquiring target strain values in the preset direction based on the plurality of original strain values; and acquiring a target stress value of the structural member in the preset direction by using the target strain value based on the physical attribute parameters corresponding to the structural member in the physical information neural network model. According to the method, the microscope is used for acquiring the microscopic image, so that the tiny deformation of the structural member can be captured, and accurate measurement is realized; according to the method, the stress detection in any direction in the field of view of the microscope can be realized by only shooting the microscopic images of the surfaces of the components before and after one-time loading, so that the method is convenient and efficient; according to the method, the strain value is calculated by using the physical information neural network model and the measuring reference point and the target reference point, so that the method is quicker and more convenient, and the precision and the accuracy are higher; the method and the device convert the corresponding strain value into the stress value by utilizing the physical property parameters of the structural members made of various materials in the physical information neural network model, and can be suitable for the structural members made of various materials.

Further, an electronic device is provided in the embodiments of the present application, and fig. 7 is a block diagram of an electronic device 20 according to an exemplary embodiment, which should not be construed as limiting the scope of the application.

Fig. 7 is a schematic structural diagram of an electronic device 20 according to an embodiment of the present disclosure. The electronic device 20 may specifically include: at least one processor 21, at least one memory 22, a power supply 23, an input output interface 24, a communication interface 25, and a communication bus 26. Wherein the memory 22 is used for storing a computer program, and the computer program is loaded and executed by the processor 21 to implement the relevant steps of the structural member stress detection method disclosed in any of the foregoing embodiments.

In this embodiment, the power supply 23 is configured to provide a working voltage for each hardware device on the electronic device 20; the communication interface 25 can create a data transmission channel between the electronic device 20 and an external device, and the communication protocol followed by the communication interface is any communication protocol that can be applied to the technical solution of the present application, and is not specifically limited herein; the input/output interface 24 is configured to obtain external input data or output data to the outside, and a specific interface type thereof may be selected according to specific application requirements, which is not specifically limited herein.

In addition, the storage 22 is used as a carrier for resource storage, and may be a read-only memory, a random access memory, a magnetic disk or an optical disk, and the storage 22 is used as a non-volatile storage that may include a random access memory as a running memory and a storage purpose for an external memory, and the storage resources on the storage include an operating system 221, a computer program 222, and the like, and the storage manner may be a transient storage or a permanent storage.

The operating system 221 is used for managing and controlling each hardware device and the computer program 222 on the electronic device 20 on the source host, and the operating system 221 may be Windows, Unix, Linux, or the like. The computer program 222 may further include a computer program that can be used to perform other specific tasks in addition to the computer program that can be used to perform the structural member stress detection method performed by the electronic device 20 disclosed in any of the foregoing embodiments.

In this embodiment, the input/output interface 24 may specifically include, but is not limited to, a USB interface, a hard disk reading interface, a serial interface, a voice input interface, a fingerprint input interface, and the like.

Further, the embodiment of the application also discloses a computer readable storage medium for storing a computer program; wherein the computer program when executed by a processor implements the structural member stress detection method disclosed above.

For the specific steps of the method, reference may be made to the corresponding contents disclosed in the foregoing embodiments, which are not described herein again.

A computer-readable storage medium as referred to herein includes a Random Access Memory (RAM), a Memory, a Read-Only Memory (ROM), an electrically programmable ROM, an electrically erasable programmable ROM, a register, a hard disk, a magnetic or optical disk, or any other form of storage medium known in the art. Wherein the computer program when executed by a processor implements the aforementioned structural member stress detection method. For the specific steps of the method, reference may be made to the corresponding contents disclosed in the foregoing embodiments, which are not described herein again.

The embodiments are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same or similar parts among the embodiments are referred to each other. The device disclosed in the embodiment corresponds to the method for detecting the stress of the structural member disclosed in the embodiment, so that the description is relatively simple, and the relevant points can be referred to the method for partial description.

Those of skill would further appreciate that the various illustrative elements and algorithm steps described in connection with the embodiments disclosed herein may be implemented as electronic hardware, computer software, or combinations of both, and that the various illustrative components and steps have been described above generally in terms of their functionality in order to clearly illustrate this interchangeability of hardware and software. Whether such functionality is implemented as hardware or software depends upon the particular application and design constraints imposed on the technical solution. Skilled artisans may implement the described functionality in varying ways for each particular application, but such implementation decisions should not be interpreted as causing a departure from the scope of the present application.

The steps of an algorithm described in connection with the embodiments disclosed herein may be embodied directly in hardware, in a software module executed by a processor, or in a combination of the two. A software module may reside in Random Access Memory (RAM), memory, Read Only Memory (ROM), electrically programmable ROM, electrically erasable programmable ROM, registers, hard disk, a removable disk, a CD-ROM, or any other form of storage medium known in the art.

Finally, it should also be noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in the process, method, article, or apparatus that comprises the element.

The method, the device, the equipment and the medium for detecting the stress of the structural member provided by the invention are described in detail, a specific example is applied in the description to explain the principle and the implementation mode of the invention, and the description of the embodiment is only used for helping to understand the method and the core idea of the invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present invention.

Claims

1. A structural member stress detection method, comprising:

2. The structural member stress detection method according to claim 1, wherein the acquiring a first microscopic image of the structural member before loading and a second microscopic image of the structural member after loading by using an image acquisition device with a microscope mounted inside comprises:

acquiring an original microscopic image of a structural member before loading by using an image acquisition device with a microscope arranged inside, and performing gray processing on the original microscopic image by using a network preprocessing model in the physical information neural network model to obtain an original gray image;

providing a prompt to replace the photographing position of the structural member if the apparent defect exists;

and if the apparent defects do not exist, taking the original microscopic image as a first microscopic image before loading, and acquiring a second microscopic image after loading.

3. The structural member stress detection method according to claim 2, wherein the acquiring, by using the physical information neural network model, a plurality of measurement reference points in a preset direction based on the first microscopic image and then acquiring a plurality of target reference points respectively corresponding to the plurality of measurement reference points based on the second microscopic image comprises:

4. The method as claimed in claim 1, wherein the obtaining a plurality of original strain values of the structural member in the predetermined direction according to the plurality of measurement reference points and the plurality of corresponding target reference points in the predetermined direction comprises:

5. The structural member stress detection method according to claim 4, wherein the calculating of the second actual distances in the preset direction of the two target reference points corresponding to the measurement reference points, respectively, includes:

6. The structural member stress detection method according to claim 4, wherein the calculating of the first actual distance between any two of the measurement reference points in the preset direction includes:

7. The structural member stress detection method according to any one of claims 1 to 6, further comprising:

if the new strain value is not smaller than the preset strain threshold, acquiring a real stress value corresponding to the structural member by using a stress-strain curve corresponding to the structural member in the physical information neural network, and judging the danger level of the structural member based on the real stress value and a safety level threshold.

8. A structural member stress-detecting device, comprising:

the image acquisition module is used for acquiring a first microscopic image of the structural member before loading and a second microscopic image after loading by using an image acquisition device with a microscope arranged inside;

9. An electronic device comprising a processor and a memory; wherein the processor, when executing the computer program stored in the memory, implements the structural member stress detection method of any one of claims 1 to 7.

10. A computer-readable storage medium for storing a computer program; wherein the computer program when executed by a processor implements the structural member stress detection method of any one of claims 1 to 7.